EP1895090B1 - Method and apparatus for creating a borehole in the ground - Google Patents
Method and apparatus for creating a borehole in the ground Download PDFInfo
- Publication number
- EP1895090B1 EP1895090B1 EP06017593A EP06017593A EP1895090B1 EP 1895090 B1 EP1895090 B1 EP 1895090B1 EP 06017593 A EP06017593 A EP 06017593A EP 06017593 A EP06017593 A EP 06017593A EP 1895090 B1 EP1895090 B1 EP 1895090B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- drill pipe
- cutting edge
- main cutting
- conveyor screw
- pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Not-in-force
Links
- 238000000034 method Methods 0.000 title claims abstract description 22
- 238000005520 cutting process Methods 0.000 claims abstract description 128
- 239000002689 soil Substances 0.000 claims abstract description 57
- 239000000463 material Substances 0.000 claims abstract description 56
- 230000001154 acute effect Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000005553 drilling Methods 0.000 description 15
- 230000000750 progressive effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 230000001960 triggered effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/44—Bits with helical conveying portion, e.g. screw type bits; Augers with leading portion or with detachable parts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/003—Drilling with mechanical conveying means
- E21B7/005—Drilling with mechanical conveying means with helical conveying means
Definitions
- the invention relates to a method for creating a bore in the ground according to the preamble of claim 1.
- a drill pipe and a screw conveyor which is arranged in the interior of the drill pipe, are rotated and introduced into the ground, and existing soil material by means of at least one main cutting edge, which is upstream of the screw conveyor, is released, and is conveyed away by means of the screw conveyor inside the drill pipe.
- the invention further relates to a device for making a bore in the ground according to the preamble of claim 5, comprising a drill pipe, a screw conveyor which is arranged in the interior of the drill pipe, and at least one main cutting edge, which is axially upstream of the screw conveyor for processing soil material.
- the holes can be used in particular for the creation of foundation elements and / or pile walls.
- the worm has at least in its end region a main cutting edge, which dissolves the pending in cross-section of the screw bottom and transported to the helix of the screw. From the main cutting edge, the soil material is conveyed upwards along the rotating screw. This conveying movement is due to frictional effects between the soil material and the surface of the screw flight and between the soil material and the inner wall of the drill pipe.
- Such a method is for example from the EP 1 394 351 B1 known. It is particularly suitable for use in hilly soils, such as gravel and sand, in cohesive mixed soils and / or in soils that are below the groundwater level, since the production of an artificial water load can be avoided here.
- the object of the invention is to provide a method and apparatus for creating a hole in the ground, which are particularly versatile at comparatively low wear and high drilling progress.
- the inventive method is characterized in that the main cutting edge is arranged on the drill pipe and is rotated with this.
- the invention recognizes that in drilling methods and drilling devices of the prior art, in which the main cutting edge is arranged on the screw conveyor, the screw conveyor plays both the task of detaching the pending soil and of discharging the dissolved soil.
- this configuration is not optimal for all operating conditions.
- the force required to loosen the soil can be comparatively high, so that the main cutting edge and thus the conveying screw can only be rotated comparatively slowly.
- this slow rotational speed may again be too low for a rapid discharge of the material.
- the material accumulates in the lower part of the screw.
- coarse grains can repeatedly roll down and clamp between the screw and Bohrrohrwandung. This can result in comparatively high rotational resistances, a comparatively high expenditure of force, a comparatively low penetration speed and a comparatively high degree of wear.
- the invention is based on the idea to free the screw conveyor at least partially from the task of solving the upcoming soil.
- the main cutting edge which is provided for working off in the cross section of the conveyor screw pending soil material, according to the invention is not arranged on the screw conveyor, but rotatably provided relative to the auger on the drill pipe.
- the speed of the screw conveyor, and thus the delivery rate, and the speed of the main cutting edge, and thus the cutting performance, can therefore according to the invention relative to each other free be varied.
- the delivery rate of the screw conveyor can be adapted individually to the currently given removal rate of the main cutting edge even with changing soil geologies, so that an undesired material accumulation in the lower region of the screw conveyor can be effectively counteracted. The outgoing of such a backwater wear can thus be effectively reduced with good drilling progress.
- the invention makes it possible to react flexibly to changing soil geologies without the need for a complex conversion of the screw conveyor or other components of the device used.
- the rotational speed of the drill pipe determines the rotational speed of the main cutting edge.
- the main cutting edge can be arranged rotatably on the drill pipe. But it is also possible, for example, to provide the main cutting edge within certain limits rotatable on the drill pipe.
- the drill pipe and the screw conveyor may for example have separate drive motors.
- it can also be provided at least one common drive motor which drives both the drill pipe and the auger via an adjusting gear.
- the adjusting mechanism which may in particular be designed as a torque converter, may for example be infinitely adjustable, but also designed as a gear transmission.
- the main cutting edge may be formed, for example, as a cutting edge.
- the main cutting edge can also be arranged by several juxtaposed Cutting tools such as flat teeth, round shank chisel and / or studs may be formed, in particular on a tool holder or directly attached to the drill pipe, in particular screwed, welded and / or gebolzt, may be.
- the main cutting edge starting from the Bohrrohrwandung, in particular radially, extends to the Bohrrohrachse.
- the main cutting edge is arranged and dimensioned such that, when rotating about the longitudinal axis of the drill pipe, it passes over part of the cross-sectional area of the conveying screw and preferably also of the drill pipe.
- at least two main cutting edges are provided, which may be arranged in particular symmetrically with respect to the Bohrrohrachse.
- the screw conveyor is rotated at a higher speed than the drill pipe with the main cutting edge.
- Such an operation is particularly suitable in the presence of coarse gravel.
- a high speed of the screw conveyor has the consequence that relatively high centrifugal forces act on the individual soil grains, which in turn can result in that the soil material is conveyed by the screw conveyor particularly quickly and effectively away from the main cutting edge upwards.
- the speed of the screw conveyor is at least twice as large as the rotational speed of the drill pipe.
- the speed of the screw conveyor for example, be up to 10 times greater than the speed of the drill pipe with the main cutting edge.
- the speed of the screw conveyor in the range 0.5 to 3 revolutions per second, preferably 1-2 revolutions per second, are.
- drill pipe and screw conveyor are rotated in opposite directions - but they can also be rotated in the same direction.
- a continuous screw conveyor is used according to the invention, which is suitably longer than the intended drilling depth, so that it stands out of the borehole during the entire drilling.
- the enveloping drill pipe is longer than the planned drilling depth.
- the auger for continuous removal of dissolved soil material to the surface during drilling is continuously rotated.
- a filling material for forming a foundation element and / or wall element is introduced into the bore via a core tube of the screw conveyor.
- the drill pipe and the screw conveyor are withdrawn simultaneously, while the filling material, which preferably comprises concrete, is guided into the resulting cavity via the core tube.
- the device according to the invention is characterized in that the main cutting edge is arranged on the drill pipe and is rotatable therewith.
- the device according to the invention can be used for carrying out the method according to the invention, whereby the advantages explained in this connection can be achieved.
- the aspects of the invention described in connection with the method according to the invention can also be used in the device according to the invention, as well as the aspects described in connection with the device can be used in the method.
- the screw conveyor is provided according to the invention with at least one coil. Since according to the invention in the cross section of the screw conveyor, in particular pending in the cross section of the helix Soil material is at least partially solved by the drill pipe arranged on the main cutting edge, no release tool must be provided on the coil; it only serves for transport and suitably comes into contact with soil material only when this soil material has already been released from the main cutting edge.
- the helix is preferably set back relative to the front side of the drill pipe into the interior of the drill pipe.
- the screw conveyor of any cutting function and to provide the at least one main cutting edge so that it sweeps over the entire cross section of the screw conveyor during rotation.
- at least one centering blade is provided on the screw conveyor, which projects in particular axially over the main cutting edge.
- the auger via the centering in addition to the main cutting also exerts a certain cutting function in the cross section of the screw conveyor.
- the centering is non-rotatably mounted on the screw conveyor.
- the swept by the centering blade upon rotation of the screw conveyor cutting surface is suitably smaller than the swept by the main cutting edge upon rotation of the drill pipe cutting surface.
- the centering cutting for example, have a plurality of teeth.
- At least one further cutting tool is arranged on the end face of the drill pipe at the circumference of the pipe.
- a ring cutting edge can be formed, which releases soil material protruding from the drill pipe casing and facilitates axial sinking of the drill pipe.
- the further cutting tool can be designed in particular as a tooth.
- a structurally particularly simple device is given by the fact that in a end region of the drill pipe, in particular in the pipe cross-section, a tool holder is arranged, on which the main cutting edge is arranged.
- the tool holder may, for example, have a plate which closes off the drill pipe on the front side.
- the tool holder can also be set back relative to the end face of the drill pipe into the drill pipe interior or stand out of the drill pipe.
- at least one opening for the passage of processed soil material into the tube interior is provided on the tool holder.
- At least one closure element is provided for closing the opening. This makes it possible to close the opening when pulling the drill pipe, so that processed and located in the drill pipe soil material can not get back into the hole.
- the closure member is preferably rotatable relative to the drill pipe and the opening about the longitudinal axis of the drill pipe.
- the closure element may, for example, be non-rotatably connected to the conveyor screw. In this case, by rotation of the screw conveyor relative to the drill pipe, the opening can be opened and closed again.
- the closure element can also be connected non-rotatably to the main cutting edge.
- the main cutting edge is rotatably mounted on the drill pipe.
- the main cutting edge is rotatable relative to the drill pipe and that limiting means, in particular stops, but also locking bolts or locking pawls, which may be mechanically and / or hydraulically triggered, for example, or similar, are provided, which limit a rotation angle of the main cutting relative to the drill pipe.
- the main cutting edge can move with respect to the drill pipe within a certain predetermined angular range. The main cutting edge is taken by the rotating drill pipe only when it has encountered directly or indirectly against one or more attacks on the drill pipe.
- locking pawls or other locking devices drive means may be provided.
- This embodiment is particularly advantageous when the main cutting edge and closure element are rotatably connected.
- the opening can be released or closed.
- the main cutting edge can be placed on the upcoming soil and the drill pipe to be rotated a piece, the main cutting edge with the closure element due to the friction at the bottom remains.
- the stops are arranged to hold the closure element in a release position upon release of the drill pipe in the cutting direction of the main cutting edge in which the opening is released and, when rotated counter to the cutting direction, hold the closure element in a closed position in which it covers the opening ,
- the limiting means may additionally or alternatively to the attacks also bolts, pawls and / or locks.
- a further advantageous development of the invention consists in that the main cutting edge is arranged on a retaining plate running obliquely to the longitudinal axis of the drill pipe, in particular on a helix.
- the holding plate which may also be referred to as a cutting bar or conveyor plate, suitably from the main cutting edge processed soil material upon rotation of drill pipe and main cutting axially towards the inside of the tube to feed auger out, which takes over the further transport of the soil material.
- the retaining plate is arranged so that it encloses an angle in the range between 10 ° and 80 ° with the bottom of the hole and / or extending perpendicular to the longitudinal axis of the drill pipe horizontal.
- the main cutting edge can be made helical. But it may also be formed, for example, substantially radially to the longitudinal axis of the drill pipe at the end of the helix.
- the helix is formed as a progressive helix with an outer diameter decreasing towards the helix tip and / or a pitch increasing toward the helix tip.
- the main cutting edge can form a helix of variable diameter.
- the main cutting edge can be designed so that it passes over a conical or otherwise convex surface during rotation.
- the holding plate is arranged in the region of the opening on the tool holder and preferably forms an acute angle with the end face of the opening.
- the support plate may convey soil material through the opening upon rotation.
- the screw conveyor has a core tube for introducing a filling material into the bore, and that at least one outlet opening for the filling material is provided on the core tube.
- the core tube projects axially beyond the drill pipe on the end face of the drill pipe provided with the main cutting edge.
- the outlet opening suitably offset axially outwardly of the drill pipe.
- the outlet opening for the filling material can also be located in core tube areas within the drill pipe.
- the filling material can pass through an opening in the core tube and / or in the tool holder, which is identified in the figures, for example by the reference numeral 11, and which can also be used for the passage of processed soil material into the tube interior, from the tube interior to the outside reach.
- the outlet opening may be provided, for example, laterally and / or frontally on the core tube.
- a centering edge is attached to the end face of the core tube.
- a particularly high quality of the foundation and / or wall element formed during the filling of the bore can be achieved by providing a closure device for closing the outlet opening.
- the closure device is preferably designed such that the outlet opening is closable by placing the core tube at the bottom of the hole.
- the closure device can have a punch, which can be axially displaceably arranged in the interior of the core tube, and is formed on the end face with a contact surface for the adjacent base. When drilling this punch is suitably inserted from the upcoming soil material in the core tube, whereby a laterally arranged on the tube soul outlet can be closed.
- the closure device can also have a sleeve which can be displaced axially on the outside of the tube.
- a particularly reliable device is obtained in that the conveyor screw is rotatably mounted on the drill pipe in the end region of the drill pipe.
- a rotary bearing can be provided on the tool holder of the drill pipe, in which the core tube of the screw conveyor is received.
- the end region can be understood as the region facing the bottom on which the cutting edges are arranged. Due to the end storage of the auger on the bottom tube, the screw conveyor is centered in the bottom tube, so that you can work with extra long augers without the risk that the auger undesirably comes into contact with the inner wall of the drill pipe.
- the main cutting edge on a Kaliberschneide Symposium which suitably extends at least approximately arcuately around the tube axis around.
- a caliber cutting area can facilitate the penetration of the drill pipe into the ground and improve the smoothness.
- a first embodiment of a device according to the invention for creating a bore in the ground is in the Figures 1 and 2 shown.
- the device has a rotatably drivable drill pipe 1, in which a screw conveyor 2 is arranged coaxially.
- the screw conveyor 2 has a core tube 8, on the outside of which a helix 9 runs longitudinally.
- a cover plate tool holder 13 At the borehole end of the drill pipe 1 designed as a cover plate tool holder 13 is provided, which closes the drill pipe 1 partially.
- the tool holder 13 extends in sections from the wall of the drill pipe 1 radially to the longitudinal axis of the drill pipe 1.
- each a plurality of teeth 4 are provided, each forming a main cutting edge 50, 50'.
- the teeth 4 may be, for example, flat teeth, round shank bits and / or studs. In particular, they may have a carbide finish.
- the two main cutting edges 50, 50' rotatably connected to the drill pipe 1. Due to their frontal arrangement with respect to the screw conveyor 2 can be solved by turning the drill pipe 1 by means of the main cutting edges 50, 50 'in the conveyor section of the screw conveyor 2 pending soil.
- the dissolved soil material is taken up by the retaining plates 3, 3 'running obliquely to the horizontal and, upon further rotation of the drill pipe 1, is conveyed through the openings 11, 11' into the conveying region of the conveying screw 2. So that the dissolved soil material is taken up particularly reliably by the helix 9, it may be expedient to carry out this helix 9 in the end-side inlet region with smooth, in particular radially and / or horizontally extending edges.
- a recess 10 is provided centrally with respect to the drill pipe 1 through which the core tube 8 of the screw conveyor 2 passes.
- the screw conveyor 2 is rotatably mounted on her soul tube 8 on the drill pipe 1, for which purpose may be provided on the recess 10, for example, a sliding bearing or a rolling bearing.
- a centering blade 5 is arranged on the end of the core tube 8 protruding through the recess 10. This centering blade 5 protrudes axially beyond the main cutting edges 50, 50 'and is in rotationally fixed connection with the conveying screw 2.
- an outlet opening 7 is laterally provided in the tube wall. Additionally or alternatively, an outlet opening may also be provided on the end of the tube 8.
- a filler material can be introduced into the resulting cavity when the screw conveyor 2 and the drill pipe 1 are drawn, with the filler material emerging from the tube 8 through the outlet opening 7.
- the filling material can be introduced through the recess 10 into the resulting cavity.
- Front side of the drill pipe further, designed as teeth cutting tools 6 are arranged on the pipe jacket. These form a ring cutting edge, which works below the drill pipe 1 pending soil material.
- the cutting tools 6 may also be formed as studs or chisels.
- FIG. 3 A further embodiment of a device according to the invention is in Fig. 3 shown.
- This in Fig. 3 illustrated embodiment differs from the embodiment of Figures 1 and 2 essentially in that in addition to the continuous helix 9 in the lower region of the screw conveyor 2, a second helix 30 is arranged.
- a further embodiment of a device according to the invention is in Fig. 4 shown in two operating states.
- the left picture shows the state when drilling the device, the right picture shows the state when pulling the device.
- the core tube 8 has on its end a sleeve-like punch 70, which is mounted axially displaceably in the interior of the adjacent core tube section.
- the outlet opening 7 is provided on the side wall of the punch 70. Front side of the punch 70, the centering blade 5 is arranged.
- the punch 70 With the centering 5 lifted off the ground.
- the punch 70 can be moved out of the core tube 8, which can be effected for example by gravity, by a spring-actuated reset means and / or by acting on the interior of the core tube 8 with a pressure.
- the axial displacement of the punch 70 from the core tube 8 can be limited for example by a stop.
- the outlet opening 7 is axially offset from the wall of the adjacent core tube section and thus released, so that filling material from the core tube 8 can get into the environment.
- FIG. 5 A further embodiment of a device according to the invention is in Fig. 5 shown.
- Closing elements 15, 15 'for closing the openings 11, 11' of the tool holder 13 are provided. These closure elements 15, 15 'are rotatably connected to the screw conveyor 2.
- the closure elements 15, 15 ' By relative rotation of the screw conveyor 2 relative to the drill pipe 1, the closure elements 15, 15 'between a closed position in which they cover the openings 11, 11', and an opening position in which they are laterally offset with respect to the openings 11, 11 'are arranged and release them.
- Fig. 5 shows the closure elements 15, 15 'in an intermediate position in which they only partially cover the openings 11, 11'.
- the closure elements 15, 15 'are formed as radially extending plates, which are arranged at the ends of the two coils 9 and 30, respectively.
- Closing the openings 11, 11 'during pulling can be advantageous in particular when drilling in mobile floors.
- the closure elements 15, 15 'are first brought into the closed position by turning the screw conveyor 2 relative to the drill pipe 1 and the screw conveyor 2 and the drill pipe 1 are then pulled without further rotation. But it is also possible to rotate the drill pipe 1 and the screw conveyor 2 when pulling at the same rotational speed and the same direction of rotation, whereby the closure elements 15, 15 'remain in the closed position.
- FIG. 6 A further embodiment of a device according to the invention is in Fig. 6 shown. This figure shows an advantageous arrangement of the holding plates 3, 3 'on the tool holder 13.
- the holding plates 3, 3 ' following the openings 11, 11' provided on the tool holder 13 so that they conveyed through rotation processed soil material axially to the drill pipe 1 and through the openings 11, 11 '.
- the holding plates 3, 3 ' suitably form an acute angle with the end faces of the adjacent openings 11, 11'.
- the pending floor include the holding plates 3, 3 'an angle of inclination ⁇ , which is suitably depending on the type of soil between 10 ° and 80 °. About this angle ⁇ is determined whether the soil is peeled off or is solved mainly by pressing and stirring.
- FIG. 7 Another embodiment of a device according to the invention is made Fig. 7 out.
- the main cutting edge 50 is arranged on the end side on a helix 16, which is connected in a rotationally fixed manner to the drill pipe 1 via the tool holder 13.
- the helix 16 ensures a particularly reliable transport of processed soil material into the drill pipe 1 to the screw conveyor.
- a caliber cutting portion 18 which extends around the longitudinal axis of the drill pipe 1 around. Both in the radially extending cutting area and in the caliber cutting area 18 individual teeth are arranged on the main cutting edge 50.
- the helix 16 extends around a pipe socket 23 which projects axially from the tool holder 13.
- This pipe socket 23 for example, as a bearing sleeve for in Fig. 7 not shown soul tube of the screw conveyor serve.
- Front side of the pipe socket 23 a centering blade 5 is arranged, which is preferably rotatably arranged in the illustrated embodiment with respect to the pipe socket 23 on the core tube.
- the centering blade 5 can also be provided in a rotationally fixed manner on the pipe socket 23, in which case it represents a further main cutting edge.
- the centering blade 5 is formed by a plurality of teeth.
- FIG. 8 A further embodiment of a device according to the invention is in Fig. 8 shown.
- the device of Fig. 8 has a closure element 20 with which the opening 11 in the tool holder 13 can be covered.
- This closure element 20 is designed as a cover plate, which is arranged on the side facing away from the drill pipe inside of the tool holder 13.
- the closure element 20 is rotatably mounted on the tool holder 13 relative to the drill pipe 1, for example via a roller bearing or a plain bearing. On the rotatable closure element 20, the main cutting edge 50 is fixed.
- the drill pipe 1 is retracted into the ground, so that the main cutting edge 50 acts on the upcoming ground. Then the drill pipe 1 is rotated. However, the rotation is not understood by the closure element 20 due to the engagement of the main cutting edge 50 in the upcoming soil and the resulting friction, so that a relative movement between the closure element 20 and the drill pipe 1 adjusts with its opening 11. This movement can be maintained until the opening 11 is covered as desired by the closure member 20 or is released.
- locking means provided, which can be controlled remotely, in particular from the earth's surface, opened or closed.
- the locking means may comprise, for example, pawls and / or bolts.
- the closure element 20 is formed as a circular segment-like plate, which is formed on its side facing the interior of the drill pipe 1 side planar.
- the opposite, raw material facing away from the end face of the tool holder 13 is also formed planar. In this way it can be ensured that during operation of the closure element 20 comparatively little soil material passes between the closure element 20 and the tool holder 13 and thus the risk of jamming and wear is reduced.
- the recess 10 for the passage of in Fig. 8 Not shown soul tube 8 extends through the tool holder 13 and the thereto rotatably arranged closure element 20 therethrough. It makes it possible, even with the opening closed, to introduce filling material at the front side of the drill pipe 1 into the cavity created during drawing.
- FIG. 9 A further embodiment of a device according to the invention is in Fig. 9 shown.
- Fig. 9 As in the embodiment of Fig. 8 is also in the embodiment of Fig. 9 provided on the front side of the tool holder 13 a rotatable relative to the tool holder 13 and the drill pipe 1, designed as a lid closing element 20, on which the main cutting edge 50 is arranged.
- stops 24, 25 are provided, which limit the angle of rotation of the closure element 20 relative to the tool holder 13 and the drill pipe 1.
- Opening and closing of the opening 11 by the closure element 20 is likewise effected by turning the drill pipe 1, wherein the closure element 20 does not follow this rotation due to the friction with the surrounding floor and consequently a relative movement between closure element 20 and the opening 11 sets. Due to the stops 24, 25, however, a rotation of the closure element 20 with the main cutting edge 50 with respect to the drill pipe 1 is possible only in a limited angular range. If this angle range is exceeded, the closure element 20 strikes against one of the stops 24, 25 and is taken along by the drill pipe 1. The main cutting edge 50 then follows the rotation of the drill pipe 1 and can work off existing soil material.
- the stops 24, 25 are arranged so that they hold the closure element upon rotation of the drill pipe 1 in the cutting direction of the main cutting edge 50 in an open position in which the opening 11 is released, and on rotation opposite to the cutting direction of the main cutting edge 50 in a closed position the opening 11 is covered by the closure element 20.
- stops 24, 25 are provided on the tool holder 13. Additionally or alternatively, stops may be arranged on the drill pipe 1 and / or on the closure element 20.
- FIG Fig. 10 A further embodiment of a device according to the invention with a closure element 20 for covering the opening 11 is shown in FIG Fig. 10 shown.
- the main cutting edge 50 is not formed directly on the plate-shaped closure element 20. Rather, a coil 16 is rotatably provided on the closure element 20, at the end of the main cutting edge 50 is formed. Helix 16 and main cutting edge 50 are analogous to the embodiment of Fig. 7 educated.
- a limitation of the angle of rotation of the closure element 20 may be effected by means not shown locking means and / or by stops also not shown.
- a pipe socket 23 ' is provided, around which the helix 16 extends around.
- the pipe socket 23 ' is arranged on the closure element 20.
- the not shown soul tube of the screw conveyor is mounted in the interior of the pipe socket 23 '.
- an outlet opening 19 is provided for discharging filler material from the core tube.
- the outlet opening 19 may suitably be opened or closed by axially displacing the core tube which projects into the pipe socket 23 'with respect to the drill pipe 1 and thus the pipe socket 23'.
- Front side of the pipe socket 23 ' is in the illustratedwhosbeispi: el a pilot blade 50 "arranged, which also forms a main cutting edge.
- FIGS. 11 to 13 show further embodiments of inventive devices in which two spiral-like, designed as progressive cutting main cutting edges 50, 50 'are provided. These progressive cutting edges 50, 50 'are formed by teeth 4 arranged along a progressive helix 26.
- Fig. 12 is a rotatable relative to the drill pipe 1 closure element 20 for closing the opening 11 is provided.
- this closure element 20 an additional, linearly executed main cutting edge 50 '''is arranged at the edge of a passage opening.
- Fig. 13 In the embodiment of Fig. 13 is in the central axis of the helix 26 and the drill pipe 1, an additional main cutting edge 50 '' arranged, which is designed as a pilot cutting edge.
- FIG. 14 A further embodiment of a device according to the invention is in Fig. 14 shown.
- the main cutting edges 50, 50 ' are formed on inclined plates 33.
Landscapes
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Piles And Underground Anchors (AREA)
- Production Of Multi-Layered Print Wiring Board (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zum Erstellen einer Bohrung im Boden gemäß dem Oberbegriff des Anspruchs 1. Bei einem solchen Verfahren ist vorgesehen, dass ein Bohrrohr und eine Förderschnecke, die im Inneren des Bohrrohres angeordnet ist, in Drehung versetzt und in den Boden eingebracht werden, und anstehendes Bodenmaterial mittels zumindest einer Hauptschneide, die der Förderschnecke axial vorgelagert ist, gelöst wird und mittels der Förderschnecke im Inneren des Bohrrohres abgefördert wird.The invention relates to a method for creating a bore in the ground according to the preamble of
Die Erfindung betrifft ferner eine Vorrichtung zum Erstellen einer Bohrung im Boden gemäß dem Oberbegriff des Anspruchs 5, mit einem Bohrrohr, einer Förderschnecke, die im Inneren des Bohrrohres angeordnet ist, und mindestens einer Hauptschneide, die der Förderschnecke zum Abarbeiten von Bodenmaterial axial vorgelagert ist.The invention further relates to a device for making a bore in the ground according to the preamble of
Die Bohrungen können insbesondere zur Erstellung von Gründungselementen und/oder Pfahlwänden dienen.The holes can be used in particular for the creation of foundation elements and / or pile walls.
Verfahren und Vorrichtungen zum verrohrten Bohren im Boden, insbesondere Doppelkopfverfahren beziehungsweise -vorrichtungen, sind bekannt. Bei diesen Verfahren werden ein Bohrrohr und eine im Inneren des Bohrrohres liegende, insbesondere durchgehende Schnecke gleichzeitig drehend in den Baugrund abgeteuft. Die Schnecke weist dabei in ihrem Endbereich zumindest eine Hauptschneide auf, welche den im Querschnitt der Schnecke anstehenden Boden löst und auf die Wendel der Schnecke befördert. Von der Hauptschneide aus wird das Bodenmaterial längs der rotierenden Schnecke nach oben abgefördert. Diese Förderbewegung stellt sich aufgrund von Reibungseffekten zwischen dem Bodenmaterial und der Oberfläche der Schneckenwendel sowie zwischen dem Bodenmaterial und der Innenwandung des Bohrrohres ein.Methods and apparatus for cased bores in the ground, in particular dual head methods or devices, are known. In this method, a drill pipe and a lying inside the drill pipe, in particular continuous screw simultaneously sunk down into the ground. The worm has at least in its end region a main cutting edge, which dissolves the pending in cross-section of the screw bottom and transported to the helix of the screw. From the main cutting edge, the soil material is conveyed upwards along the rotating screw. This conveying movement is due to frictional effects between the soil material and the surface of the screw flight and between the soil material and the inner wall of the drill pipe.
Ein solches Verfahren ist beispielsweise aus der
Es hat sich jedoch gezeigt, dass beim Doppelkopfbohren unter bestimmten Umständen lediglich ein vergleichsweise geringer Bohrfortschritt erzielt werden kann, der häufig auch mit einem vergleichsweise hohen Verschleiß an der Innenwandung des Bohrrohres und an der Förderschnecke einhergeht. Dieser Effekt kann insbesondere bei schlecht abgestuften Bodenkörnungen und/oder beim Vorliegen von groben Kiesen auftreten.However, it has been found that under certain circumstances, only a comparatively low rate of drilling progress can be achieved in the double-head drilling, which is often accompanied by a relatively high wear on the inner wall of the drill pipe and on the screw conveyor. This effect can occur in particular in poorly graded soil grains and / or in the presence of coarse gravel.
Aus der
Aufgabe der Erfindung ist es, ein Verfahren und eine Vorrichtung zum Erstellen einer Bohrung im Boden anzugeben, die bei vergleichsweise geringem Verschleiß und hohem Bohrfortschritt besonders vielseitig einsetzbar sind. The object of the invention is to provide a method and apparatus for creating a hole in the ground, which are particularly versatile at comparatively low wear and high drilling progress.
Die Aufgabe wird erfindungsgemäß durch ein Verfahren mit den Merkmalen des Anspruchs 1 sowie eine Vorrichtung mit den Merkmalen des Anspruchs 5 gelöst. Bevorzugte Ausführungsbeispiele sind in den jeweils abhängigen Ansprüchen angegeben.The object is achieved by a method with the features of
Das erfindungsgemäße Verfahren ist dadurch gekennzeichnet, dass die Hauptschneide an dem Bohrrohr angeordnet ist und mit diesem gedreht wird.The inventive method is characterized in that the main cutting edge is arranged on the drill pipe and is rotated with this.
Die Erfindung erkennt, dass bei Bohrverfahren und Bohrvorrichtungen nach dem Stand der Technik, bei denen die Hauptschneide an der Förderschnecke angeordnet ist, der Förderschnecke sowohl die Aufgabe des Lösens des anstehenden Bodens als auch die Aufgabe des Abförderns des gelösten Bodens zukommt. Diese Konfiguration ist jedoch nicht für alle Betriebsbedingungen optimal. So kann bei bestimmten Bodengeologien beispielsweise die zum Lösen des Bodens notwendige Kraft vergleichsweise hoch sein, so dass die Hauptschneide und damit die Förderschnecke nur vergleichsweise langsam gedreht werden kann. Diese langsame Drehgeschwindigkeit kann unter Umständen wiederum für ein zügiges Abfördern des Materials zu gering sein. In diesem Fall staut sich das Material im unteren Bereich der Schnecke. Insbesondere können grobe Körner immer wieder nach unten rollen und sich zwischen Schnecke und Bohrrohrwandung verspannen. Hieraus können vergleichsweise hohe Drehwiderstände, ein vergleichsweise hoher Kraftaufwand, eine vergleichsweise geringe Eindringgeschwindigkeit und ein vergleichsweise hoher Verschleiß resultieren.The invention recognizes that in drilling methods and drilling devices of the prior art, in which the main cutting edge is arranged on the screw conveyor, the screw conveyor plays both the task of detaching the pending soil and of discharging the dissolved soil. However, this configuration is not optimal for all operating conditions. For example, in certain soil geologies, the force required to loosen the soil can be comparatively high, so that the main cutting edge and thus the conveying screw can only be rotated comparatively slowly. Under certain circumstances, this slow rotational speed may again be too low for a rapid discharge of the material. In this case, the material accumulates in the lower part of the screw. In particular, coarse grains can repeatedly roll down and clamp between the screw and Bohrrohrwandung. This can result in comparatively high rotational resistances, a comparatively high expenditure of force, a comparatively low penetration speed and a comparatively high degree of wear.
Demgegenüber liegt der Erfindung der Gedanke zugrunde, die Förderschnecke zumindest teilweise von der Aufgabe des Lösens des anstehenden Bodens zu befreien. Demgemäß ist die Hauptschneide, die zum Abarbeiten von im Querschnitt der Förderschnecke anstehendem Bodenmaterial vorgesehen ist, nach der Erfindung nicht an der Förderschnecke angeordnet, sondern relativ zu der Förderschnecke drehbar am Bohrrohr vorgesehen. Die Drehzahl der Förderschnecke, und somit die Förderleistung, und die Drehzahl der Hauptschneide, und somit die Schneidleistung, können folglich erfindungsgemäß relativ zueinander frei variiert werden. Insbesondere kann die Förderrate der Förderschnecke auch bei wechselnden Bodengeologien individuell an die momentan gegebene Abtragungsrate der Hauptschneide angepasst werden, so dass einem unerwünschten Materialstau im unteren Bereich der Förderschnecke effektiv entgegengewirkt werden kann. Der von einem solchen Materialstau ausgehende Verschleiß kann somit bei gutem Bohrfortschritt wirksam reduziert werden. Darüber hinaus erlaubt es die Erfindung, flexibel auf wechselnde Bodengeologien zu reagieren, ohne dass ein aufwändiger Umbau der Förderschnecke oder sonstiger Komponenten der eingesetzten Vorrichtung erforderlich ist.In contrast, the invention is based on the idea to free the screw conveyor at least partially from the task of solving the upcoming soil. Accordingly, the main cutting edge, which is provided for working off in the cross section of the conveyor screw pending soil material, according to the invention is not arranged on the screw conveyor, but rotatably provided relative to the auger on the drill pipe. The speed of the screw conveyor, and thus the delivery rate, and the speed of the main cutting edge, and thus the cutting performance, can therefore according to the invention relative to each other free be varied. In particular, the delivery rate of the screw conveyor can be adapted individually to the currently given removal rate of the main cutting edge even with changing soil geologies, so that an undesired material accumulation in the lower region of the screw conveyor can be effectively counteracted. The outgoing of such a backwater wear can thus be effectively reduced with good drilling progress. In addition, the invention makes it possible to react flexibly to changing soil geologies without the need for a complex conversion of the screw conveyor or other components of the device used.
Nach der Erfindung bestimmt die Drehzahl des Bohrrohres die Drehzahl der Hauptschneide. Hierzu kann die Hauptschneide drehfest an dem Bohrrohr angeordnet sein. Es ist aber beispielsweise auch möglich, die Hauptschneide innerhalb gewisser Grenzen drehbar am Bohrrohr vorzusehen.According to the invention, the rotational speed of the drill pipe determines the rotational speed of the main cutting edge. For this purpose, the main cutting edge can be arranged rotatably on the drill pipe. But it is also possible, for example, to provide the main cutting edge within certain limits rotatable on the drill pipe.
Erfindungsgemäß ist es vorteilhaft, dass das Bohrrohr und die Förderschnecke hinsichtlich Drehzahl und/oder Drehrichtung unabhängig voneinander gesteuert werden, wodurch ein besonders vielseitig einsetzbares Verfahren gegeben ist. Zu diesem Zweck können das Bohrrohr und die Förderschnecke beispielsweise getrennte Antriebsmotoren aufweisen. Es kann aber auch zumindest ein gemeinsamer Antriebsmotor vorgesehen sein, der über ein Verstellgetriebe sowohl das Bohrrohr als auch die Förderschnecke antreibt. Das Verstellgetriebe, das insbesondere als Drehmomentwandler ausgebildet sein kann, kann beispielsweise stufenlos verstellbar sein, aber auch als Ganggetriebe ausgebildet sein.According to the invention, it is advantageous for the drill pipe and the screw conveyor to be controlled independently of one another in terms of rotational speed and / or direction of rotation, as a result of which a particularly versatile method is provided. For this purpose, the drill pipe and the screw conveyor may for example have separate drive motors. However, it can also be provided at least one common drive motor which drives both the drill pipe and the auger via an adjusting gear. The adjusting mechanism, which may in particular be designed as a torque converter, may for example be infinitely adjustable, but also designed as a gear transmission.
Für eine besonders einfache Konstruktion kann die Hauptschneide beispielsweise als Schneidkante ausgebildet sein. Die Hauptschneide kann aber auch durch mehrere nebeneinander angeordnete Schneidwerkzeuge wie Flachzähne, Rundschaftmeißel und/oder Stollen gebildet sein, die insbesondere an einem Werkzeughalter oder unmittelbar am Bohrrohr angebracht, insbesondere angeschraubt, angeschweißt und/oder angebolzt, sein können. Vorzugsweise erstreckt sich die Hauptschneide ausgehend von der Bohrrohrwandung, insbesondere radial, zur Bohrrohrachse hin. Erfindungsgemäß ist es, dass die Hauptschneide so angeordnet und dimensioniert ist, dass sie bei Drehung um die Längsachse des Bohrrohres einen Teil der Querschnittsfläche der Förderschnecke und bevorzugt auch des Bohrrohres überstreicht. Für eine besonders hohe Schneidleistung bei guter Kräfteverteilung sind nach der Erfindung vorzugsweise zumindest zwei Hauptschneiden vorgesehen, die insbesondere symmetrisch bezüglich der Bohrrohrachse angeordnet sein können.For a particularly simple construction, the main cutting edge may be formed, for example, as a cutting edge. The main cutting edge can also be arranged by several juxtaposed Cutting tools such as flat teeth, round shank chisel and / or studs may be formed, in particular on a tool holder or directly attached to the drill pipe, in particular screwed, welded and / or gebolzt, may be. Preferably, the main cutting edge, starting from the Bohrrohrwandung, in particular radially, extends to the Bohrrohrachse. According to the invention, the main cutting edge is arranged and dimensioned such that, when rotating about the longitudinal axis of the drill pipe, it passes over part of the cross-sectional area of the conveying screw and preferably also of the drill pipe. For a particularly high cutting performance with good distribution of forces according to the invention preferably at least two main cutting edges are provided, which may be arranged in particular symmetrically with respect to the Bohrrohrachse.
Besonders vorteilhaft ist es, dass die Förderschnecke mit einer höheren Drehzahl gedreht wird als das Bohrrohr mit der Hauptschneide. Eine solche Betriebsweise ist insbesondere beim Vorliegen grober Kiese geeignet. Eine hohe Drehzahl der Förderschnecke hat zur Folge, dass vergleichsweise hohe Zentrifugalkräfte auf die einzelnen Bodenkörner wirken, was wiederum zur Folge haben kann, dass das Bodenmaterial mittels der Förderschnecke besonders schnell und wirksam von der Hauptschneide weg nach oben gefördert wird. Vorzugsweise ist die Drehzahl der Förderschnecke zumindest doppelt so groß wie die Drehzahl des Bohrrohres. Die Drehzahl der Förderschnecke kann beispielsweise bis 10mal größer sein als die Drehzahl des Bohrrohres mit der Hauptschneide. Insbesondere kann die Drehzahl der Förderschnecke im Bereich 0,5 - 3 Umdrehungen pro Sekunde, bevorzugt 1-2 Umdrehungen pro Sekunde, liegen. Geeigneterweise werden Bohrrohr und Förderschnecke gegenläufig gedreht - sie können aber auch gleichläufig gedreht werden.It is particularly advantageous that the screw conveyor is rotated at a higher speed than the drill pipe with the main cutting edge. Such an operation is particularly suitable in the presence of coarse gravel. A high speed of the screw conveyor has the consequence that relatively high centrifugal forces act on the individual soil grains, which in turn can result in that the soil material is conveyed by the screw conveyor particularly quickly and effectively away from the main cutting edge upwards. Preferably, the speed of the screw conveyor is at least twice as large as the rotational speed of the drill pipe. The speed of the screw conveyor, for example, be up to 10 times greater than the speed of the drill pipe with the main cutting edge. In particular, the speed of the screw conveyor in the range 0.5 to 3 revolutions per second, preferably 1-2 revolutions per second, are. Suitably, drill pipe and screw conveyor are rotated in opposite directions - but they can also be rotated in the same direction.
Vorzugsweise wird nach der Erfindung eine durchgehende Förderschnecke verwendet, die zweckmäßigerweise länger als die vorgesehene Bohrtiefe ist, so dass diese während des gesamten Abbohrens aus dem Bohrloch hinaus steht. Bevorzugt ist auch das umhüllende Bohrrohr länger als die geplante Bohrtiefe. Zweckmäßigerweise wird die Förderschnecke zum kontinuierlichen Abfördern von gelöstem Bodenmaterial zur Erdoberfläche während des Abbohrens kontinuierlich gedreht.Preferably, a continuous screw conveyor is used according to the invention, which is suitably longer than the intended drilling depth, so that it stands out of the borehole during the entire drilling. Preferably, the enveloping drill pipe is longer than the planned drilling depth. Conveniently, the auger for continuous removal of dissolved soil material to the surface during drilling is continuously rotated.
Weiterhin ist es nach der Erfindung vorteilhaft, dass über ein Seelenrohr der Förderschnecke ein Füllmaterial zum Bilden eines Gründungselementes und/oder Wandelementes in die Bohrung eingeleitet wird. Vorzugsweise werden nach Erreichen einer Endtiefe das Bohrrohr und die Förderschnecke gleichzeitig zurückgezogen und dabei über das Seelenrohr das Füllmaterial, das bevorzugt Beton aufweist, in den entstehenden Hohlraum geleitet.Furthermore, it is advantageous according to the invention that a filling material for forming a foundation element and / or wall element is introduced into the bore via a core tube of the screw conveyor. Preferably, after reaching a final depth, the drill pipe and the screw conveyor are withdrawn simultaneously, while the filling material, which preferably comprises concrete, is guided into the resulting cavity via the core tube.
Die erfindungsgemäße Vorrichtung ist dadurch gekennzeichnet, dass die Hauptschneide am Bohrrohr angeordnet und mit diesem drehbar ist.The device according to the invention is characterized in that the main cutting edge is arranged on the drill pipe and is rotatable therewith.
Die erfindungsgemäße Vorrichtung kann zur Durchführung des erfindungsgemäßen Verfahrens eingesetzt werden, wodurch sich die in diesem Zusammenhang erläuterten Vorteile erzielen lassen. Die im Zusammenhang mit dem erfindungsgemäßen Verfahren beschriebenen Erfindungsaspekte können auch bei der erfindungsgemäßen Vorrichtung zum Einsatz kommen, wie auch die im Zusammenhang mit der Vorrichtung beschriebenen Aspekte beim Verfahren Anwendung finden können.The device according to the invention can be used for carrying out the method according to the invention, whereby the advantages explained in this connection can be achieved. The aspects of the invention described in connection with the method according to the invention can also be used in the device according to the invention, as well as the aspects described in connection with the device can be used in the method.
Die Förderschnecke ist erfindungsgemäß mit zumindest einer Wendel versehen. Da nach der Erfindung das im Querschnitt der Förderschnecke, insbesondere das im Querschnitt der Wendel anstehende Bodenmaterial zumindest teilweise von der am Bohrrohr angeordneten Hauptschneide gelöst wird, muss an der Wendel kein Lösewerkzeug vorgesehen sein; sie dient lediglich dem Transport und kommt mit Bodenmaterial geeigneterweise erst dann in Kontakt, wenn dieses Bodematerial bereits von der Hauptschneide gelöst wurde. Die Wendel ist vorzugsweise gegenüber der Stirnseite des Bohrrohres ins Innere des Bohrrohres zurückversetzt.The screw conveyor is provided according to the invention with at least one coil. Since according to the invention in the cross section of the screw conveyor, in particular pending in the cross section of the helix Soil material is at least partially solved by the drill pipe arranged on the main cutting edge, no release tool must be provided on the coil; it only serves for transport and suitably comes into contact with soil material only when this soil material has already been released from the main cutting edge. The helix is preferably set back relative to the front side of the drill pipe into the interior of the drill pipe.
Grundsätzlich kann nach der Erfindung vorgesehen sein, die Förderschnecke von jeglicher Schneidfunktion zu entbinden und die zumindest eine Hauptschneide so vorzusehen, dass sie bei Drehung den gesamten Querschnitt der Förderschnecke überstreicht. Es kann jedoch auch vorteilhaft sein, dass an der Förderschnecke zumindest eine Zentrierschneide vorgesehen ist, die insbesondere axial über die Hauptschneide vorsteht. In diesem Fall übt die Förderschnecke über die Zentrierschneide zusätzlich zur Hauptschneide ebenfalls eine gewisse Schneidfunktion im Querschnitt der Förderschnecke aus. Vorzugsweise ist die Zentrierschneide drehfest an der Förderschnecke angeordnet. Die von der Zentrierschneide bei Drehung der Förderschnecke überstrichene Schneidfläche ist geeigneterweise kleiner als die von der Hauptschneide bei Drehung des Bohrrohres überstrichene Schneidfläche. Die Zentrierschneide kann beispielsweise mehrere Zähne aufweisen.In principle, it can be provided according to the invention to deliver the screw conveyor of any cutting function and to provide the at least one main cutting edge so that it sweeps over the entire cross section of the screw conveyor during rotation. However, it may also be advantageous that at least one centering blade is provided on the screw conveyor, which projects in particular axially over the main cutting edge. In this case, the auger via the centering in addition to the main cutting also exerts a certain cutting function in the cross section of the screw conveyor. Preferably, the centering is non-rotatably mounted on the screw conveyor. The swept by the centering blade upon rotation of the screw conveyor cutting surface is suitably smaller than the swept by the main cutting edge upon rotation of the drill pipe cutting surface. The centering cutting, for example, have a plurality of teeth.
Ferner ist es vorteilhaft, dass stirnseitig am Bohrrohr am Rohrumfang zumindest ein weiteres Schneidwerkzeug angeordnet ist. Hierdurch kann zusätzlich zur Hauptschneide stirnseitig am Bohrrohr eine Ringschneide gebildet sein, die am Bohrrohrmantel anstehendes Bodenmaterial löst und ein axiales Abteufen des Bohrrohres erleichtert. Das weitere Schneidwerkzeug kann insbesondere als Zahn ausgebildet sein.Furthermore, it is advantageous that at least one further cutting tool is arranged on the end face of the drill pipe at the circumference of the pipe. As a result, in addition to the main cutting edge on the drill pipe, a ring cutting edge can be formed, which releases soil material protruding from the drill pipe casing and facilitates axial sinking of the drill pipe. The further cutting tool can be designed in particular as a tooth.
Eine konstruktiv besonders einfache Vorrichtung ist dadurch gegeben, dass in einem Endbereich des Bohrrohres, insbesondere im Rohrquerschnitt, ein Werkzeughalter angeordnet ist, an dem die Hauptschneide angeordnet ist. Der Werkzeughalter kann beispielsweise eine Platte aufweisen, die das Bohrrohr stirnseitig abschließt. Der Werkzeughalter kann aber auch gegenüber der Stirnseite des Bohrrohres ins Bohrrohrinnere zurückversetzt sein oder aus dem Bohrrohr hinaus stehen. Geeigneterweise ist am Werkzeughalter zumindest eine Öffnung für den Durchgang von abgearbeitetem Bodenmaterial in das Rohrinnere vorgesehen.A structurally particularly simple device is given by the fact that in a end region of the drill pipe, in particular in the pipe cross-section, a tool holder is arranged, on which the main cutting edge is arranged. The tool holder may, for example, have a plate which closes off the drill pipe on the front side. However, the tool holder can also be set back relative to the end face of the drill pipe into the drill pipe interior or stand out of the drill pipe. Suitably, at least one opening for the passage of processed soil material into the tube interior is provided on the tool holder.
Ferner ist es nach der Erfindung vorteilhaft, dass zumindest ein Verschlusselement zum Verschließen der Öffnung vorgesehen ist. Dies ermöglicht es, die Öffnung beim Ziehen des Bohrrohres zu verschließen, so dass abgearbeitetes und im Bohrrohr befindliches Bodenmaterial nicht wieder in das Bohrloch zurückgelangen kann. Das Verschlusselement ist vorzugsweise gegenüber dem Bohrrohr und der Öffnung um die Längsachse des Bohrrohres drehbar vorgesehen.Furthermore, it is advantageous according to the invention that at least one closure element is provided for closing the opening. This makes it possible to close the opening when pulling the drill pipe, so that processed and located in the drill pipe soil material can not get back into the hole. The closure member is preferably rotatable relative to the drill pipe and the opening about the longitudinal axis of the drill pipe.
Das Verschlusselement kann zum Beispiel drehfest mit der Förderschnecke verbunden sein. In diesem Fall kann durch Drehung der Förderschnecke relativ zum Bohrrohr die Öffnung geöffnet und wieder geschlossen werden. Das Verschlusselement kann aber auch drehfest mit der Hauptschneide verbunden sein.The closure element may, for example, be non-rotatably connected to the conveyor screw. In this case, by rotation of the screw conveyor relative to the drill pipe, the opening can be opened and closed again. The closure element can also be connected non-rotatably to the main cutting edge.
Für eine besonders einfache Konstruktion ist es vorteilhaft, dass die Hauptschneide drehfest am Bohrrohr angeordnet ist. Es kann aber auch vorgesehen sein, dass die Hauptschneide relativ zum Bohrrohr drehbar ist und dass Begrenzungsmittel, insbesondere Anschläge, aber auch Verriegelungsbolzen oder Verriegelungsklinken, die beispielsweise mechanisch und/oder hydraulisch auslösbar sein können, oder ähnliche, vorgesehen sind, die einen Drehwinkel der Hauptschneide relativ zum Bohrrohr begrenzen. Gemäß dieser Ausführungsform kann sich die Hauptschneide gegenüber dem Bohrrohr innerhalb eines gewissen vorgegebenen Winkelbereiches bewegen. Die Hauptschneide wird vom rotierenden Bohrrohr erst dann mitgenommen, wenn diese direkt oder indirekt gegen ein oder mehrere Anschläge am Bohrrohr gestoßen ist. Zum Betätigen der Verriegelungsbolzen, Verriegelungsklinken oder anderen Verriegelungseinrichtungen können Antriebsmittel vorgesehen sein.For a particularly simple construction, it is advantageous that the main cutting edge is rotatably mounted on the drill pipe. But it can also be provided that the main cutting edge is rotatable relative to the drill pipe and that limiting means, in particular stops, but also locking bolts or locking pawls, which may be mechanically and / or hydraulically triggered, for example, or similar, are provided, which limit a rotation angle of the main cutting relative to the drill pipe. According to this embodiment, the main cutting edge can move with respect to the drill pipe within a certain predetermined angular range. The main cutting edge is taken by the rotating drill pipe only when it has encountered directly or indirectly against one or more attacks on the drill pipe. For actuating the locking bolts, locking pawls or other locking devices drive means may be provided.
Diese Ausführungsform ist insbesondere dann vorteilhaft, wenn Hauptschneide und Verschlusselement drehfest verbunden sind. In diesem Fall kann durch Drehen der Hauptschneide mitsamt dem Verschlusselement relativ zum Bohrrohr die Öffnung freigegeben oder verschlossen werden. Insbesondere kann hierzu die Hauptschneide auf dem anstehenden Boden aufgesetzt werden und das Bohrrohr ein Stück weit gedreht werden, wobei die Hauptschneide mit dem Verschlusselement aufgrund der Reibung am Boden zurückbleibt. Vorzugsweise sind die Anschläge so angeordnet, dass sie bei Drehung des Bohrrohres in Schneidrichtung der Hauptschneide das Verschlusselement in einer Freigabeposition halten, in der die Öffnung freigegeben ist, und bei Drehung entgegen der Schneidrichtung das Verschlusselement in einer Verschlussposition halten, in der es die Öffnung abdeckt. Zu demselben Zweck können die Begrenzungsmittel zusätzlich oder alternativ zu den Anschlägen auch Bolzen, Klinken und/oder Verriegelungen aufweisen.This embodiment is particularly advantageous when the main cutting edge and closure element are rotatably connected. In this case, by rotating the main cutting edge together with the closure element relative to the drill pipe, the opening can be released or closed. In particular, for this purpose, the main cutting edge can be placed on the upcoming soil and the drill pipe to be rotated a piece, the main cutting edge with the closure element due to the friction at the bottom remains. Preferably, the stops are arranged to hold the closure element in a release position upon release of the drill pipe in the cutting direction of the main cutting edge in which the opening is released and, when rotated counter to the cutting direction, hold the closure element in a closed position in which it covers the opening , For the same purpose, the limiting means may additionally or alternatively to the attacks also bolts, pawls and / or locks.
Eine weitere vorteilhafte Weiterbildung der Erfindung besteht darin, dass die Hauptschneide an einer schräg zur Längsachse des Bohrrohres verlaufenden Halteplatte, insbesondere an einer Wendel, angeordnet ist. Aufgrund ihrer Schrägstellung kann die Halteplatte, die auch als Schneidleiste oder Förderplatte bezeichnet werden kann, geeigneterweise von der Hauptschneide abgearbeitetes Bodenmaterial bei Drehung von Bohrrohr und Hauptschneide axial ins Rohrinnere zur Förderschnecke hin fördern, die den Weitertransport des Bodenmaterials übernimmt. Vorzugsweise ist die Halteplatte so angeordnet, dass sie mit dem Bohrlochgrund und/oder der senkrecht zur Längsachse des Bohrrohres verlaufenden Horizontalen einen Winkel im Bereich zwischen 10° und 80° einschließt. Sofern die Hauptschneide an einer Wendel vorgesehen ist, kann die Hauptschneide helixartig ausgebildet sein. Sie kann aber auch beispielsweise im Wesentlichen radial zur Längsachse des Bohrrohres am Ende der Wendel ausgebildet sein. Vorzugsweise ist die Wendel als progressive Wendel mit einem zur Wendelspitze hin abnehmenden Außendurchmesser und/oder einer zur Wendelspitze hin zunehmenden Ganghöhe ausgebildet. In diesem Fall kann die Hauptschneide eine Helix mit veränderlichem Durchmesser bilden. Insbesondere kann die Hauptschneide so ausgebildet sein, dass sie bei Drehung eine konische oder andersartig konvexe Fläche überstreicht.A further advantageous development of the invention consists in that the main cutting edge is arranged on a retaining plate running obliquely to the longitudinal axis of the drill pipe, in particular on a helix. Due to its inclination, the holding plate, which may also be referred to as a cutting bar or conveyor plate, suitably from the main cutting edge processed soil material upon rotation of drill pipe and main cutting axially towards the inside of the tube to feed auger out, which takes over the further transport of the soil material. Preferably, the retaining plate is arranged so that it encloses an angle in the range between 10 ° and 80 ° with the bottom of the hole and / or extending perpendicular to the longitudinal axis of the drill pipe horizontal. If the main cutting edge is provided on a helix, the main cutting edge can be made helical. But it may also be formed, for example, substantially radially to the longitudinal axis of the drill pipe at the end of the helix. Preferably, the helix is formed as a progressive helix with an outer diameter decreasing towards the helix tip and / or a pitch increasing toward the helix tip. In this case, the main cutting edge can form a helix of variable diameter. In particular, the main cutting edge can be designed so that it passes over a conical or otherwise convex surface during rotation.
Für einen besonders effizienten Materialtransport von der Hauptschneide durch die Öffnung des Werkzeughalters in das Rohrinnere zur Förderschnecke ist es vorteilhaft, dass die Halteplatte im Bereich der Öffnung am Werkzeughalter angeordnet ist und bevorzugt mit der Stirnfläche der Öffnung einen spitzen Winkel einschließt. In diesem Fall kann die Halteplatte bei Drehung Bodenmaterial durch die Öffnung hindurchfördern.For a particularly efficient material transport from the main cutting edge through the opening of the tool holder into the tube interior to the screw conveyor, it is advantageous that the holding plate is arranged in the region of the opening on the tool holder and preferably forms an acute angle with the end face of the opening. In this case, the support plate may convey soil material through the opening upon rotation.
Eine weitere vorteilhafte Ausführungsform der Erfindung besteht darin, dass die Förderschnecke ein Seelenrohr zum Einleiten eines Füllmaterials in die Bohrung aufweist, und dass am Seelenrohr zumindest eine Austrittsöffnung für das Füllmaterial vorgesehen ist. Vorzugweise steht das Seelenrohr auf der mit der Hauptschneide versehenen Stirnseite des Bohrrohres axial über das Bohrrohr hervor. Dabei ist die Austrittsöffnung geeigneterweise gegenüber dem Bohrrohr axial nach außen versetzt. Die Austrittsöffnung für das Füllmaterial kann aber auch in Seelenrohrbereichen innerhalb des Bohrrohres liegen. In diesem Fall kann das Füllmaterial durch eine Öffnung im Seelenrohr und/oder im Werkzeughalter, die in den Figuren beispielsweise mit dem Bezugszeichen 11 gekennzeichnet ist, und die insbesondere auch für den Durchgang von abgearbeitetem Bodenmaterial in das Rohrinnere dienen kann, aus dem Rohrinneren nach außen gelangen. Die Austrittsöffnung kann beispielsweise seitlich und/oder stirnseitig am Seelenrohr vorgesehen sein. Vorzugsweise ist stirnseitig am Seelenrohr eine Zentrierschneide angebracht.A further advantageous embodiment of the invention is that the screw conveyor has a core tube for introducing a filling material into the bore, and that at least one outlet opening for the filling material is provided on the core tube. Preferably, the core tube projects axially beyond the drill pipe on the end face of the drill pipe provided with the main cutting edge. In this case, the outlet opening suitably offset axially outwardly of the drill pipe. However, the outlet opening for the filling material can also be located in core tube areas within the drill pipe. In this case, the filling material can pass through an opening in the core tube and / or in the tool holder, which is identified in the figures, for example by the
Eine besonders hohe Qualität des beim Verfüllen der Bohrung entstehenden Gründungs- und/oder Wandelements kann dadurch erzielt werden, dass eine Verschlusseinrichtung zum Verschließen der Austrittsöffnung vorgesehen ist. Die Verschlusseinrichtung ist vorzugsweise so ausgebildet, dass die Austrittsöffnung durch Aufsetzen des Seelenrohres am Bohrlochgrund verschließbar ist. Die Verschlusseinrichtung kann beispielsweise einen im Inneren des Seelenrohres axial verschiebbar angeordneten Stempel aufweisen, der stirnseitig mit einer Kontaktfläche für den anstehenden Boden ausgebildet ist. Beim Abbohren wird dieser Stempel geeigneterweise vom anstehenden Bodenmaterial in das Seelenrohr eingeschoben, wodurch eine seitlich am Seelenrohr angeordnete Austrittsöffnung verschlossen werden kann. Wird die Förderschnecke hingegen gezogen, so kann sich der Stempel, beispielsweise aufgrund von Druck- oder Schwerkraftwirkung oder mittels einer Rückstelleinrichtung, axial aus dem Seelenrohr hinausbewegen und damit die Austrittsöffnung freigeben. An Stelle eines im Inneren des Seelenrohres angeordneten Stempels kann die Verschlusseinrichtung auch eine axial außen am Seelenrohr verschiebbare Hülse aufweisen.A particularly high quality of the foundation and / or wall element formed during the filling of the bore can be achieved by providing a closure device for closing the outlet opening. The closure device is preferably designed such that the outlet opening is closable by placing the core tube at the bottom of the hole. By way of example, the closure device can have a punch, which can be axially displaceably arranged in the interior of the core tube, and is formed on the end face with a contact surface for the adjacent base. When drilling this punch is suitably inserted from the upcoming soil material in the core tube, whereby a laterally arranged on the tube soul outlet can be closed. If the auger, however, pulled, so the punch, for example, due to pressure or gravity effect or by means of a return device, axially move out of the tube and thus release the outlet opening. Instead of a stamper arranged in the interior of the core tube, the closure device can also have a sleeve which can be displaced axially on the outside of the tube.
Eine besonders zuverlässige Vorrichtung wird dadurch erhalten, dass die Förderschnecke im Endbereich des Bohrrohres drehbar am Bohrrohr gelagert ist. Beispielsweise kann am Werkzeughalter des Bohrrohres ein Drehlager vorgesehen sein, in dem das Seelenrohr der Förderschnecke aufgenommen ist. Unter dem Endbereich kann insbesondere der dem Boden zugewandte Bereich verstanden werden, an dem die Schneiden angeordnet sind. Durch die endseitige Lagerung der Förderschnecke am Bodenrohr wird die Förderschnecke im Bodenrohr zentriert, so dass mit besonders langen Förderschnecken gearbeitet werden kann, ohne dass die Gefahr besteht, dass die Förderschnecke unerwünschterweise mit der Innenwand des Bohrrohres in Kontakt gelangt.A particularly reliable device is obtained in that the conveyor screw is rotatably mounted on the drill pipe in the end region of the drill pipe. For example, a rotary bearing can be provided on the tool holder of the drill pipe, in which the core tube of the screw conveyor is received. In particular, the end region can be understood as the region facing the bottom on which the cutting edges are arranged. Due to the end storage of the auger on the bottom tube, the screw conveyor is centered in the bottom tube, so that you can work with extra long augers without the risk that the auger undesirably comes into contact with the inner wall of the drill pipe.
Gemäß einer weiteren bevorzugten Ausführungsform weist die Hauptschneide einen Kaliberschneidebereich auf, der geeigneterweise zumindest annähernd bogenartig um die Rohrachse herum verläuft. Ein solcher Kaliberschneidebereich kann das Eindringen des Bohrrohres in den Boden erleichtern und die Laufruhe verbessern.According to a further preferred embodiment, the main cutting edge on a Kaliberschneidebereich, which suitably extends at least approximately arcuately around the tube axis around. Such a caliber cutting area can facilitate the penetration of the drill pipe into the ground and improve the smoothness.
Die Erfindung wird nachfolgend anhand bevorzugter Anwendungsbeispiele näher erläutert, die schematisch in den Figuren dargestellt sind. In den Figuren zeigen:
- Fig. 1
- eine teilweise geschnittene Seitenansicht eines ersten Ausführungsbeispiels einer erfindungsgemäßen Vorrichtung;
- Fig. 2
- eine Ansicht der Vorrichtung der
Fig. 1 von unten; - Fig. 3
- eine teilweise geschnittene Seitenansicht eines weiteren Ausführungsbeispiels einer erfindungsgemäßen Vorrichtung;
- Fig. 4
- teilweise geschnittene Seitenansichten eines weiteren Ausführungsbeispiels einer erfindungsgemäßen Vorrichtung in verschiedenen Betriebszuständen;
- Fig. 5
- eine teilweise geschnittene Seitenansicht (oben) und eine Ansicht von unten (unten) eines weiteren Ausführungsbeispiels einer erfindungsgemäßen Vorrichtung;
- Fig. 6
- eine perspektivische Ansicht eines weiteren Ausführungsbeispiels einer erfindungsgemäßen Vorrichtung;
- Fig. 7 bis 14
- perspektivische Ansichten weiterer Ausführungsbeispiele erfindungsgemäßer Vorrichtungen.
- Fig. 1
- a partially sectioned side view of a first embodiment of a device according to the invention;
- Fig. 2
- a view of the device of
Fig. 1 from underneath; - Fig. 3
- a partially sectioned side view of another embodiment of a device according to the invention;
- Fig. 4
- partially sectioned side views of another embodiment of a device according to the invention in different operating states;
- Fig. 5
- a partially sectioned side view (top) and a bottom view (bottom) of another embodiment of a device according to the invention;
- Fig. 6
- a perspective view of another embodiment of a device according to the invention;
- Fig. 7 to 14
- perspective views of further embodiments of inventive devices.
In den
Ein erstes Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung zum Erstellen einer Bohrung im Boden ist in den
Am bohrlochseitigen Ende des Bohrrohres 1 ist ein als Deckplatte ausgebildeter Werkzeughalter 13 vorgesehen, welcher das Bohrrohr 1 teilweise abschließt. Der Werkzeughalter 13 erstreckt sich abschnittsweise von der Wandung des Bohrrohres 1 radial zur Längsachse des Bohrrohres 1. Im Werkzeughalter 13 sind zwei kreissektorartige Öffnungen 11, 11' ausgebildet, die einen Materialtransport durch den Werkzeughalter 13 hindurch in das Bohrrohrinnere und den Förderbereich der Förderschnecke 2 zulassen.At the borehole end of the
Bezüglich der Längsachse des Bohrrohres 1 diametral gegenüberliegend sind auf der rohrabgewandten Stirnseite des Werkzeughalters 13 zwei schräg verlaufende Halteplatten 3, 3' angeordnet. An diesen Halteplatten 3, 3' sind jeweils eine Vielzahl von Zähnen 4 vorgesehen, die jeweils eine Hauptschneide 50, 50' bilden. Die Zähne 4 können beispielsweise Flachzähne, Rundschaftmeißel und/oder Stollen sein. Sie können insbesondere einen Hartmetallbesatz aufweisen.With respect to the longitudinal axis of the
Über die Halteplatten 3, 3' und den Werkzeughalter 13 sind die beiden Hauptschneiden 50, 50' drehfest mit dem Bohrrohr 1 verbunden. Aufgrund ihrer stirnseitigen Anordnung bezüglich der Förderschnecke 2 kann mittels der Hauptschneiden 50, 50' im Förderquerschnitt der Förderschnecke 2 anstehendes Bodenmaterial durch Drehen des Bohrrohres 1 gelöst werden. Das gelöste Bodenmaterial wird von den schräg zur Horizontalen verlaufenden Halteplatten 3, 3' aufgenommen und bei weiterer Drehung des Bohrrohres 1 durch die Öffnungen 11, 11' in den Förderbereich der Förderschnecke 2 gefördert. Damit das gelöste Bodenmaterial besonders zuverlässig von der Wendel 9 aufgenommen wird, kann es zweckmäßig sein, diese Wendel 9 im endseitigen Eintrittsbereich mit glatten, insbesondere radial und/oder horizontal verlaufenden Kanten auszuführen.About the holding
Im Werkzeughalter 13 ist mittig bezüglich des Bohrrohres 1 eine Ausnehmung 10 vorgesehen, durch die das Seelenrohr 8 der Förderschnecke 2 hindurchsteht. In dieser Ausnehmung 10 ist die Förderschnecke 2 über ihr Seelenrohr 8 drehbar am Bohrrohr 1 gelagert, wozu an der Ausnehmung 10 beispielsweise ein Gleitlager oder ein Wälzlager vorgesehen sein kann. Stirnseitig ist an dem durch die Ausnehmung 10 vorstehenden Ende des Seelenrohres 8 eine Zentrierschneide 5 angeordnet. Diese Zentrierschneide 5 steht axial über die Hauptschneiden 50, 50' vor und befindet sich in drehfester Verbindung mit der Förderschnecke 2. Mittels der Zentrierschneide 5, die in
In dem über den Werkzeughalter 13 vorstehenden Endbereich des Seelenrohres 8 ist seitlich in der Rohrwand eine Austrittsöffnung 7 vorgesehen. Zusätzlich oder alternativ kann eine Austrittsöffnung auch endseitig am Seelenrohr 8 vorgesehen sein. Über das Seelenrohr 8 kann beim Ziehen der Förderschnecke 2 und des Bohrrohres 1 ein Füllmaterial in den entstehenden Hohlraum eingeleitet werden, wobei das Füllmaterial durch die Austrittsöffnung 7 aus dem Seelenrohr 8 austritt. In einer weiteren Ausführungsform kann das Füllmaterial durch die Ausnehmung 10 in den entstehenden Hohlraum eingebracht werden.In the over the
Stirnseitig am Bohrrohr sind am Rohrmantel weitere, als Zähne ausgebildete Schneidewerkzeuge 6 angeordnet. Diese bilden eine Ringschneide, welche unterhalb des Bohrrohres 1 anstehendes Bodenmaterial abarbeitet. Die Schneidewerkzeuge 6 können auch als Stollen oder Meißel ausgebildet sein.Front side of the drill pipe further, designed as
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Gemäß dem Ausführungsbeispiel der
Bei dem in
Bei dem in
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Geeigneterweise werden die Öffnungen 11, 11' beim Ziehen des Bohrrohres 1 verschlossen, so dass im Bohrrohr 1 befindliches Bodenmaterial nicht nach unten in den entstehenden Hohlraum fallen kann und/oder aus dem Seelenrohr 8 austretendes Füllmaterial, z.B. Beton, nicht in das Bohrrohr 1 eindringen kann. Insbesondere kann so verhindert werden, dass Bodenmaterial aus dem Bohrrohr 1 in eingebrachtes Füllmaterial gelangen kann, wo es zu unerwünschten Inhomogenitäten führen könnte. Ein Verschließen der Öffnungen 11, 11' beim Ziehen kann insbesondere beim Bohren in rolligen Böden vorteilhaft sein. Beispielsweise kann vorgesehen sein, dass die Verschlusselemente 15, 15' zunächst durch Drehen der Förderschnecke 2 relativ zum Bohrrohr 1 in die Verschlussposition gebracht werden und die Förderschnecke 2 und das Bohrrohr 1 dann ohne weitere Drehung gezogen werden. Es ist aber auch möglich, das Bohrrohr 1 und die Förderschnecke 2 beim Ziehen mit derselben Drehgeschwindigkeit und demselben Drehsinn zu drehen, wodurch die Verschlusselemente 15, 15' in der Verschlussposition bleiben.Suitably, the
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Gemäß dem Ausführungsbeispiel der
Mit dem anstehenden Boden schließen die Halteplatten 3, 3' einen Neigungswinkel α ein, der geeigneterweise je nach Bodenart zwischen 10° und 80° liegt. Über diesen Winkel α wird bestimmt, ob der Boden abgeschält wird oder vorwiegend durch Eindrücken und Aufrühren gelöst wird.With the pending floor include the holding
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung geht aus
Neben einem etwa radial verlaufenden Schneidenbereich weist die Hauptschneide 50 des Ausführungsbeispiels der
Die Wendel 16 verläuft um einen Rohrstutzen 23 herum, der axial vom Werkzeughalter 13 vorsteht. Dieser Rohrstutzen 23 kann beispielsweise als Lagerhülse für das in
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Zum Verschließen der Öffnung 11 wird das Bohrrohr 1 in den Boden eingefahren, so dass die Hauptschneide 50 am anstehenden Boden angreift. Daraufhin wird das Bohrrohr 1 gedreht. Die Drehung wird aufgrund des Eingriffs der Hauptschneide 50 im anstehenden Boden und der resultierenden Reibung jedoch vom Verschlusselement 20 nicht nachvollzogen, so dass sich eine Relativbewegung zwischen dem Verschlusselement 20 und dem Bohrrohr 1 mit seiner Öffnung 11 einstellt. Diese Bewegung kann so lange aufrechterhalten werden, bis die Öffnung 11 wie gewünscht durch das Verschlusselement 20 abgedeckt ist oder freigegeben ist.To close the
Um die drehbar gelagerte Hauptschneide 50 für einen Bohrbetrieb drehfest mit dem Bohrrohr 1 zu koppeln, sind beim Ausführungsbeispiel der
Das Verschlusselement 20 ist als kreissegmentartige Platte ausgebildet, die auf ihrer dem Innenraum des Bohrrohres 1 zugewandten Seite ebenflächig ausgebildet ist. Die gegenüberliegende, rohrabgewandte Stirnfläche des Werkzeughalters 13 ist ebenfalls ebenflächig ausgebildet. Hierdurch kann sichergestellt werden, dass beim Betrieb des Verschlusselementes 20 vergleichsweise wenig Bodenmaterial zwischen Verschlusselement 20 und Werkzeughalter 13 gelangt und somit die Gefahr eines Verklemmens sowie der Verschleiß reduziert ist.The
Beim Ausführungsbeispiel der
Die Ausnehmung 10 zum Durchgang des in
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Beim Ausführungsbeispiel der
Im dargestellten Ausführungsbeispiel sind die Anschläge 24, 25 am Werkzeughalter 13 vorgesehen. Zusätzlich oder alternativ können Anschläge am Bohrrohr 1 und/oder am Verschlusselement 20 angeordnet sein.In the illustrated embodiment, the
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung mit einem Verschlusselement 20 zum Abdecken der Öffnung 11 ist in
Ebenso wie beim Ausführungsbeispiel der
Stirnseitig am Rohrstutzen 23' ist im dargestellten Ausführungsbeispi:el eine Pilotschneide 50 " angeordnet, die ebenfalls eine Hauptschneide bildet.Front side of the pipe socket 23 'is in the illustrated Ausführungsbeispi: el a
Beim Ausführungsbeispiel der
Beim Ausführungsbeispiel der
Ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Vorrichtung ist in
Claims (13)
- Method for producing a borehole in the soil, in which a drill pipe (1) and a conveyor screw (2) arranged inside the drill pipe (1) are set into rotation and introduced into the soil, and
in which outcropping soil material is loosen by means of at least one main cutting edge (50), which is positioned axially in front of the conveyor screw (2) and is conveyed away by means of the conveyor screw (2) in the inside of the drill pipe (1),
characterized in that
the main cutting edge (50) is rotated together with the drill pipe (1) around a drill axis, wherein the main cutting edge (50) is arranged on the drill pipe (1) and extends toward the drill axis, so that the main cutting edge (50) during rotation moves over a part of the cross-section surface of the conveyor screw (2). - Method according to claim 1,
characterized in that
the drill pipe (1) and the conveyor screw (2) are controlled independently of each other with regard to the rotational speed and/or the direction of rotation. - Method according to any one of claims 1 or 2,
characterized in that
the conveyor screw (2) is rotated at a higher rotational speed than the drill pipe (1) with the main cutting edge (50), wherein the rotational speed of the conveyor screw (2) lying preferably in the range of 0.5 - 3 revolutions per second. - Method according to any one of claims 1 to 3,
characterized in that
via a core pipe (8) of the conveyor screw (2) a filling material is introduced into the borehole in order to produce a foundation member. - Device for producing a borehole in the soil for carrying out the method according to any one of claims 1 to 4, comprising- a drill pipe (1),- a conveyor screw (2) arranged inside the drill pipe (1), and- at least one main cutting edge (50), which is positioned axially in front of the conveyor screw (2) for stripping soil material,characterized in that
the main cutting edge (50) is arranged on the drill pipe (1) and can be rotated therewith around a drill axis, wherein the main cutting edge (50) extends beginning from a wall of the drill pipe (1) toward the drill axis. - Device according to claim 5,
characterized in that- on the conveyor screw (2) at least one centering cutting edge is provided which projects from the main cutting edge (50) in particular in axial direction and/or- at least one further cutting tool (6) is arranged at the front face of the drill pipe (1) on the circumference thereof. - Device according to any one of claims 5 or 6,
characterized in that- in an end portion of the drill pipe (1) a tool holder (13) is arranged, on which the main cutting edge (50) is arranged, with- at least one opening (11) being preferably provided on the tool holder (13) for the passage of stripped soil material into the inside of the pipe. - Device according to claim 7,
characterized in that
at least one closing member (15, 20) is provided for closing the opening (11), which is connected in a rotationally fixed manner with the conveyor screw (2) or the main cutting edge (50). - Device according to any one of claims 5 to 8,
characterized in that
the main cutting edge (50) is rotatable relative to the drill pipe (1) and limiting means, in particular stops (24, 25), locking bolts and/or locking pawls or the like, are provided which limits an angle of rotation of the main cutting edge (50) relative to the drill pipe (1). - Device according to any one of claims 5 to 9,
characterized in that
the main cutting edge (50) is arranged on a holding plate (3) extending in an oblique manner to the longitudinal axis of the drill pipe (1), in particular on a helix (16, 26). - Device according to claim 10,
characterized in that
the holding plate (3) is arranged on the tool holder (13) in the area of the opening (11) and preferably includes an acute angle with the front face of the opening (11). - Device according to any one of claims 5 to 11,
characterized in that- the conveyor screw (2) has a core pipe (8) for introducing a filling material into the borehole,- on the core pipe (8) at least one outlet opening (7, 19) for the filling material is provided and- a closing device is provided for closing the outlet opening (7). - Device according to any one of claims 5 to 12,
characterized in that
the conveyor screw (2) is rotatably supported on the drill pipe (1) in the end portion of the drill pipe (1).
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT06017593T ATE411447T1 (en) | 2006-08-23 | 2006-08-23 | METHOD AND DEVICE FOR CREATING A HOLE IN THE GROUND |
EP06017593A EP1895090B1 (en) | 2006-08-23 | 2006-08-23 | Method and apparatus for creating a borehole in the ground |
DE502006001852T DE502006001852D1 (en) | 2006-08-23 | 2006-08-23 | Method and device for creating a hole in the ground |
RU2007131213/03A RU2370619C2 (en) | 2006-08-23 | 2007-08-16 | Procedure and facility for drilling holes in soil |
CA2597819A CA2597819C (en) | 2006-08-23 | 2007-08-17 | Method and device for producing a borehole in the soil |
US11/892,556 US7546887B2 (en) | 2006-08-23 | 2007-08-23 | Method and device for producing a borehole in the soil |
KR1020070085201A KR100910201B1 (en) | 2006-08-23 | 2007-08-23 | Method and device for producing a borehole in the soil |
JP2007216762A JP4694542B2 (en) | 2006-08-23 | 2007-08-23 | Method and apparatus for drilling boreholes in soil |
CN2007101944655A CN101200994B (en) | 2006-08-23 | 2007-08-23 | Method and apparatus for creating a borehole in the ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP06017593A EP1895090B1 (en) | 2006-08-23 | 2006-08-23 | Method and apparatus for creating a borehole in the ground |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1895090A1 EP1895090A1 (en) | 2008-03-05 |
EP1895090B1 true EP1895090B1 (en) | 2008-10-15 |
Family
ID=37709713
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06017593A Not-in-force EP1895090B1 (en) | 2006-08-23 | 2006-08-23 | Method and apparatus for creating a borehole in the ground |
Country Status (9)
Country | Link |
---|---|
US (1) | US7546887B2 (en) |
EP (1) | EP1895090B1 (en) |
JP (1) | JP4694542B2 (en) |
KR (1) | KR100910201B1 (en) |
CN (1) | CN101200994B (en) |
AT (1) | ATE411447T1 (en) |
CA (1) | CA2597819C (en) |
DE (1) | DE502006001852D1 (en) |
RU (1) | RU2370619C2 (en) |
Families Citing this family (49)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7883295B2 (en) * | 2008-04-10 | 2011-02-08 | Schellhorn Verne L | Method and apparatus for forming an in situ subterranean soil cement structure having a cyclonic mixing region |
US8360172B2 (en) * | 2008-04-16 | 2013-01-29 | Baker Hughes Incorporated | Steering device for downhole tools |
CN101852064B (en) * | 2010-02-05 | 2012-08-08 | 中国科学院武汉岩土力学研究所 | Hydraulic waste drilling machine |
USD624569S1 (en) * | 2010-04-14 | 2010-09-28 | Mora Of Sweden Ab | Bore crown for ice drill |
CN102261095B (en) * | 2010-05-26 | 2015-07-29 | 上海金泰工程机械有限公司 | A kind of Double-wheel milling |
WO2012031108A1 (en) * | 2010-09-01 | 2012-03-08 | King Kutter, Inc. | Auger with butterfly flighting |
US20120114427A1 (en) * | 2010-11-04 | 2012-05-10 | Dan Allen | Soil Mixing System |
WO2013055345A1 (en) * | 2011-10-13 | 2013-04-18 | Empire Technology Development Llc | Soil remediation |
EP2703596B1 (en) * | 2012-08-31 | 2015-02-18 | BAUER Maschinen GmbH | Drilling device and method for producing a borehole |
RU2516666C2 (en) * | 2012-09-12 | 2014-05-20 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Тихоокеанский государственный университет" | Water filter |
CN103132917B (en) * | 2013-03-05 | 2018-12-07 | 上海金泰工程机械有限公司 | Band can open and close type bottom baffle augers |
GB2515765A (en) * | 2013-07-02 | 2015-01-07 | High Mead Developments Ltd | Drilling apparatus |
CN103382817B (en) * | 2013-07-26 | 2016-01-20 | 中国矿业大学 | Coal mine bottom plate anchoring anti-blocking drill rod |
EP2837743B1 (en) * | 2013-08-14 | 2015-12-09 | Bauer Spezialtiefbau GmbH | Method and device for producing a foundation element in the ground |
EP2876246B1 (en) * | 2013-11-21 | 2019-05-01 | BAUER Maschinen GmbH | Auger drive for drilling into soil |
CN103696682B (en) * | 2013-12-04 | 2015-11-18 | 宁波利豪机械有限公司 | A kind of double rotational directions ground boring device |
CN103867200B (en) * | 2014-02-17 | 2016-06-15 | 河海大学 | Hole-forming device and using method in a kind of cohesiveless soil |
CN104018786A (en) * | 2014-05-12 | 2014-09-03 | 成都科创佳思科技有限公司 | Drill rod for building |
CN104018792B (en) * | 2014-06-25 | 2015-04-01 | 邢占东 | Reducing screw displacement pile drilling tool and construction method thereof |
US9506295B1 (en) | 2014-10-17 | 2016-11-29 | Berkel & Company Contractors, Inc. | Reversible displacement auger tool |
US9512588B2 (en) | 2014-10-17 | 2016-12-06 | Berkel & Company Contractors, Inc. | Reversible displacement auger tool |
DE102015100477B4 (en) * | 2015-01-14 | 2020-10-29 | Keller Holding Gmbh | Method for probing soil areas in the soil |
CN104563888B (en) * | 2015-02-09 | 2019-07-26 | 广西五丰机械有限公司 | A kind of deep ploughing subsoiling augers |
US9360222B1 (en) | 2015-05-28 | 2016-06-07 | Innovative Defense, Llc | Axilinear shaped charge |
EP3190257B1 (en) * | 2016-01-08 | 2018-04-25 | BAUER Spezialtiefbau GmbH | Drilling device and method for producing a drilling pole in the ground |
KR101838676B1 (en) * | 2016-07-01 | 2018-04-26 | 이종열 | Soil remediation method by in-situ replacement of contaminated soil considering structural stability of small areas and polluted blocks adjacent to facilities |
CA2946944C (en) * | 2016-10-28 | 2022-03-22 | Chelsea Pasch | Encased soil auger apparatus for archeological assessments and method of operating the same |
US10024020B2 (en) * | 2016-12-05 | 2018-07-17 | Andrew Corbin Fuller | Apparatus for constructing foundation pilings |
EP3392449B1 (en) | 2017-04-19 | 2019-09-18 | BAUER Spezialtiefbau GmbH | Drilling device and drilling method for creating a hole in the soil |
US20190032412A1 (en) * | 2017-06-29 | 2019-01-31 | Daniel Banjo | Auger member |
CN108729445B (en) * | 2018-08-13 | 2023-12-19 | 广州君豪岩土工程有限公司 | Drill bit for breaking waste solid piles and method for breaking old solid piles and filling new piles |
CN108930512A (en) * | 2018-08-27 | 2018-12-04 | 长江岩土工程总公司(武汉) | A kind of sliceable drilling equipment and the drilling method using the equipment |
DE102019108806A1 (en) * | 2019-04-04 | 2020-10-08 | Bauer Maschinen Gmbh | DRILL BUCKET AND METHOD OF MAKING A HOLE IN THE SOIL |
CN110552645B (en) * | 2019-09-30 | 2024-06-18 | 北京三一智造科技有限公司 | Drilling tool |
CN110513065B (en) * | 2019-09-30 | 2024-05-10 | 北京三一智造科技有限公司 | Spiral barrel drill |
CN110792392B (en) * | 2019-10-11 | 2021-10-01 | 河北腾飞太行井业有限公司 | Combined type well drilling method |
CN110935534B (en) * | 2019-11-22 | 2021-03-16 | 中国石油天然气集团有限公司 | Secondary grinder for drill plug scraps of screw drill and secondary grinding method for drill plug scraps |
FR3104618B1 (en) * | 2019-12-13 | 2023-02-24 | Equatech R&D | Self-drilling static penetrometer |
CN111520071A (en) * | 2020-06-23 | 2020-08-11 | 哈尔滨市三棵中药材市场太清参茸行 | Drilling equipment for building |
CN111877981A (en) * | 2020-08-31 | 2020-11-03 | 中国科学院武汉岩土力学研究所 | Low-disturbance hole forming device and method for soft mudstone anchor rod/cable hole |
CN112177526B (en) * | 2020-09-15 | 2024-07-23 | 成蜀电力集团有限公司 | Portable rotary excavating equipment for construction of foundation pile hole of mountain and hilly area tower |
CN112081539A (en) * | 2020-10-16 | 2020-12-15 | 格力博(江苏)股份有限公司 | Drilling rod subassembly and ground auger |
CN113153143A (en) * | 2021-04-15 | 2021-07-23 | 徐州工程学院 | Drilling equipment capable of reinforcing well wall and using method thereof |
US11851839B1 (en) | 2021-12-06 | 2023-12-26 | Andrew Corbin Fuller | Cased piles |
CN114263463B (en) * | 2022-01-12 | 2024-03-26 | 河南省豫冠安全发展有限公司 | Mining device for anti-slip slope during withdrawal of anti-slip piece for mining engineering |
CN114382500A (en) * | 2022-01-21 | 2022-04-22 | 成都未来智隧科技有限公司 | Maintain stable excavation of tunnel face and strut integration construction equipment |
CN115138425A (en) * | 2022-07-21 | 2022-10-04 | 张勇 | Solid useless regeneration is with construction waste impacted style comminution device |
CN115478576A (en) * | 2022-10-08 | 2022-12-16 | 中建新疆建工(集团)有限公司 | Double-layer reverse spiral pile side soil body circular cutting device |
EP4455445A1 (en) * | 2023-04-25 | 2024-10-30 | BAUER Maschinen GmbH | Drilling tool and method for producing a borehole in the ground |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2562841A (en) * | 1949-07-13 | 1951-07-31 | Charles E Compton | Mining machine head |
US3388949A (en) * | 1965-12-22 | 1968-06-18 | Salem Tool Co | Mining machine head |
JPS5038888B1 (en) * | 1968-03-07 | 1975-12-12 | ||
US3604214A (en) * | 1968-08-16 | 1971-09-14 | Lee A Turzillo | Means and method of making columnar structures in situ |
DE2709030C2 (en) * | 1977-03-02 | 1985-05-15 | Stahl- Und Apparatebau Hans Leffer Gmbh, 6602 Dudweiler | Rotary drill bit with swivel blades |
JPS60141988A (en) * | 1983-12-28 | 1985-07-27 | 瀬谷 実 | Bucket type driller |
US4949795A (en) * | 1988-07-11 | 1990-08-21 | Gas Research Institute | Rotary rapid excavation system |
FR2704575B1 (en) * | 1993-04-28 | 1995-07-21 | Spie Fondations | METHOD FOR ANCHORING A POST IN THE GROUND, DEVICE FOR IMPLEMENTING THIS PROCESS, AND POST ANCHORING MASSIF FOR THE IMPLEMENTATION OF THIS PROCESS AND / OR THIS DEVICE. |
JPH0762656A (en) * | 1993-08-26 | 1995-03-07 | Mitsubishi Constr Co Ltd | Excavator for rotary type all casing construction method |
JP2762935B2 (en) * | 1994-09-07 | 1998-06-11 | 鹿島建設株式会社 | Horizontal mortar pile construction method |
CN1179498A (en) * | 1996-09-13 | 1998-04-22 | Rd特伦茨莱斯有限公司 | Drilling apparatus and drilling method for renovating underground pipes |
JP2000303769A (en) | 1999-04-23 | 2000-10-31 | Soirumekku Japan Kk | Vertical hole boring device |
JP3361776B2 (en) * | 1999-06-22 | 2003-01-07 | 株式会社相馬組 | Crushing equipment for underground piles |
JP2002129861A (en) * | 2000-10-26 | 2002-05-09 | Giken Seisakusho Co Ltd | Excavating device and method |
JP2002285777A (en) | 2001-03-23 | 2002-10-03 | Shuei Kogyo:Kk | Rotary casing drill |
FR2832438B1 (en) * | 2001-11-20 | 2004-10-22 | Durmeyer Entrp Travaux Publics | AUGER FOR THE REALIZATION OF DRILLS AND / OR CONCRETE HOLES AND METHODS USING THE SAME |
DE10238082B3 (en) * | 2002-08-21 | 2004-02-12 | Bauer Spezialtiefbau Gmbh | Device used in the production of bored pile comprises a continuous screw having a screw surface with increased surface roughness facing in the conveying direction and extending over the screw length necessary for conveying material |
DE10359103B4 (en) * | 2003-12-17 | 2006-04-27 | Bauer Spezialtiefbau Gmbh | Device for producing bored piles |
JP4227071B2 (en) * | 2004-03-25 | 2009-02-18 | 広海 桑幡 | Ground excavator |
EP1640507A1 (en) * | 2004-09-23 | 2006-03-29 | BAUER Maschinen GmbH | Pile drilling apparatus |
-
2006
- 2006-08-23 DE DE502006001852T patent/DE502006001852D1/en active Active
- 2006-08-23 AT AT06017593T patent/ATE411447T1/en active
- 2006-08-23 EP EP06017593A patent/EP1895090B1/en not_active Not-in-force
-
2007
- 2007-08-16 RU RU2007131213/03A patent/RU2370619C2/en not_active IP Right Cessation
- 2007-08-17 CA CA2597819A patent/CA2597819C/en not_active Expired - Fee Related
- 2007-08-23 JP JP2007216762A patent/JP4694542B2/en not_active Expired - Fee Related
- 2007-08-23 KR KR1020070085201A patent/KR100910201B1/en not_active IP Right Cessation
- 2007-08-23 CN CN2007101944655A patent/CN101200994B/en not_active Expired - Fee Related
- 2007-08-23 US US11/892,556 patent/US7546887B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
RU2370619C2 (en) | 2009-10-20 |
JP2008050937A (en) | 2008-03-06 |
US20080047757A1 (en) | 2008-02-28 |
EP1895090A1 (en) | 2008-03-05 |
KR20080018153A (en) | 2008-02-27 |
CN101200994B (en) | 2012-06-20 |
DE502006001852D1 (en) | 2008-11-27 |
CA2597819A1 (en) | 2008-02-23 |
US7546887B2 (en) | 2009-06-16 |
ATE411447T1 (en) | 2008-10-15 |
RU2007131213A (en) | 2009-02-27 |
JP4694542B2 (en) | 2011-06-08 |
KR100910201B1 (en) | 2009-07-30 |
CN101200994A (en) | 2008-06-18 |
CA2597819C (en) | 2011-02-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1895090B1 (en) | Method and apparatus for creating a borehole in the ground | |
EP2562310B1 (en) | Submarine drilling assembly and method for producing a borehole in a sea floor | |
DE69823223T2 (en) | METHOD FOR HOLES AND FOUNDING PUNCHES | |
DE3617025A1 (en) | PRE-PREPARED CONCRETE PILE AND METHOD AND DEVICE FOR ITS PLACING INTO THE GROUND | |
EP2133507B1 (en) | Drilling device and drilling method | |
DE3235118A1 (en) | DEVICE FOR THE PRODUCTION OF LOCAL PILLARS AND METHOD FOR THE PRODUCTION OF SUCH PILLARS USING THIS DEVICE | |
DE2849022A1 (en) | DEVICE FOR LIFTING EARTH HOLES WITH A CYLINDRICAL TOOL, IN PARTICULAR FOR CORE HOLES | |
DE68908288T2 (en) | Method and device for drilling a hole in the ground. | |
DE69002583T2 (en) | Cleaner for augers. | |
DE3446902A1 (en) | Device for discharging cuttings from the auger of an auger drilling appliance for earth bores | |
DE2422489C2 (en) | Earth drill and method for inserting piles or the like. | |
EP1640507A1 (en) | Pile drilling apparatus | |
EP2246482B1 (en) | Method and device for producing a localised low friction foundation element | |
DE202018006056U1 (en) | Auger drills for the production of bored piles | |
DE69103442T2 (en) | Excavation tool. | |
DE102006023799B4 (en) | Device for producing foundation elements | |
DE19642711A1 (en) | Device and method for the controlled manufacture of piles or pile walls in the ground | |
EP1580325B1 (en) | Hopper for holding concrete and method of withdrawing a mouldpipe off a bore and method of cementing a bore | |
DE19530718C1 (en) | Boring device and method for producing concrete post in bore hole | |
EP2666911B1 (en) | Method for producing a floor mortar wall in the floor | |
EP1580323B1 (en) | Auger and method of installing piles in a ground by means of said auger | |
DE19651586C2 (en) | Drilling device for partial displacement piles | |
DE10359103B4 (en) | Device for producing bored piles | |
EP3190257B1 (en) | Drilling device and method for producing a drilling pole in the ground | |
DE102013012279A1 (en) | Device and method for creating a foundation in the ground and for foundation in the ground |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20070308 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: BAUER MASCHINEN GMBH |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH Ref country code: CH Ref legal event code: EP |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: SCHMAUDER & PARTNER AG PATENTANWALTSBUERO |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 502006001852 Country of ref document: DE Date of ref document: 20081127 Kind code of ref document: P |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090126 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090115 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090215 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090316 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PCAR Free format text: SCHMAUDER & PARTNER AG PATENT- UND MARKENANWAELTE VSP;ZWAENGIWEG 7;8038 ZUERICH (CH) |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090115 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 |
|
26N | No opposition filed |
Effective date: 20090716 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 |
|
BERE | Be: lapsed |
Owner name: BAUER MASCHINEN G.M.B.H. Effective date: 20090831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090831 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20100430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090116 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20100823 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090823 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090416 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100823 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081015 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PFA Owner name: BAUER MASCHINEN GMBH Free format text: BAUER MASCHINEN GMBH#WITTELSBACHERSTRASSE 5#86529 SCHROBENHAUSEN (DE) -TRANSFER TO- BAUER MASCHINEN GMBH#BAUER-STRASSE 1#86529 SCHROBENHAUSEN (DE) |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20150729 Year of fee payment: 10 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160831 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160831 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20170824 Year of fee payment: 12 Ref country code: DE Payment date: 20170824 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20170821 Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502006001852 Country of ref document: DE Representative=s name: WUNDERLICH & HEIM PATENTANWAELTE PARTNERSCHAFT, DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502006001852 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 411447 Country of ref document: AT Kind code of ref document: T Effective date: 20180823 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180823 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190301 Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180823 |